1
WINDOW & DOOR SCHEDULE Glazing area 0.90 m2 Vent area 0.36 m2 Total Glaze 1.80 m2 2 W3 East Glazing area 0.72 m2 Vent area 0.72 m2 Total Glaze 0.72 m2 1 W2 sealing rubber around the frame Single-Clear sealing rubber around the frame Single-Clear Glazing area 0.00 m2 Vent area 0.00 m2 Total Glaze 0.00 m2 1 D1 South Glazing area 0.00 m2 Vent area 0.00 m2 Total Glaze 0.00 m2 2 D2,3 West Solid timber door with sealing rubber around the frame White Energy Demand Nett floor area = 56.86 m2 Total glazing area = 2.52 m2 15% of the Nett = 8.52 m2 Acceptable Energy demand zone 4 = 11W per m2 11w/m2 x Nett floor area = 625.46 w Number of lamps = 4 L @ 11w = 44w 44w / Nett floor 56.86 m2 = 0.77 w/m2 0.77 w/m2 is less then 5w/m2 Energy Consumption 5kwh/m2 x 1 year x 96.39m2 = 481.95kwh/y Assuming the lights are on for 5pm to 10pm each day for a year. 5 hrs/d x 7d/w x 52weeks/y = 1.820hrs/y .110kw lamp x 1.820/y = 200.2kw = less then 575.7kwh/y Acceptable PROJECT: DATE : MAR 2018 1/1 CELL: +27 815787044 EMAIL: [email protected] KNYSNA 6570 SACAP REG No PAD1811 5 QUEEN STREET Louw des gns Professional Architectural Draughtsperson PROPOSED ADDITION TO ERF 50 CLIENT: PRINSLOO & STEENKAMP TITLE: FLOOR PLAN, ELEVATIONS, SECTION & SITE PLAN DAUGHTER : WYNAND LOUW SHEET : DRWG NUMBER : PRINSLOO/STEENKAMP 001 COPY ONLY NOT FOR SUBMISSION Areas ERF 1397.00 m2 Existing Main Dwelling 314.30 m2 Proposed Garage 56.86 m2 FOOTPRINT ALLOWED 35% 488.95 m2 FOOTPRINT 243.66 m2 FOOTPRINT % 17.44 % Total Area 371.16 m2 1500 600 1200 Notes All concrete foundations, floors, walls, stairs, Roof to Engineers specifications Standard SABS approved clay bricks to be used for foundations Seamless Aluminum gutters with aluminum down pipes by competent / registered installer and must comply with SANS 10400 and NHBR and local authority Site toilet to be provide by client or builder All plumbing to be concealed with in the wall and comply with SANS 10400, SANS 10082 Timber frame buildings and NHBR All measurements to be checked on site before work can commence and the draughtsperson notified. The draughtsperson do not take responsibility for wrong measurements given nor taken on site nor for any incorrect positioning of any structure not plotted by a registered land surveyor. The draughtsperson do not take any responsibility for building work that was not followed nor set out by all SANS 10400 &, HBR & local bylaws. All building work must comply with SANS A-W, SANS 10082, NBR & Local bylaws regardless of the specification on this plan. 600 WEST ELEVATION SCALE 1:100 Aluminum Down Pipe GL FFL .700 Evelyn FRL WP .100 .030 4.530 2.900 1.630 4.390 0 22.5 Aluminum Gutter Colorbond corrugated roof sheets on 50 x 75 purlins with sisolation on trusses by Eng. to match existing Timber Balustrade Cladding Aluminum Garage Door Aluminum Garage Door Drain Aluminum Down Pipe GL FFL .700 Evelyn FRL WP .100 .030 4.530 2.900 1.630 4.390 0 22.5 Aluminum Gutter Colorbond corrugated roof sheets on 50 x 75 purlins with sisolation on trusses by Eng. to match existing Timber Balustrade W3 Cladding EAST ELEVATION SCALE 1:100 Aluminum Down Pipe GL FFL .700 Evelyn FRL WP .100 .030 4.530 2.900 1.630 0 22.5 Aluminum Gutter Timber Balustrade W1 W2 Colorbond corrugated roof sheets on 50 x 75 purlins with sisolation on trusses by Eng. to match existing Cladding NORTH ELEVATION SCALE 1:100 Aluminum Down Pipe GL FFL .700 Evelyn FRL WP .100 .030 4.530 2.900 1.630 0 22.5 Aluminum Gutter Colorbond corrugated roof sheets on 50 x 75 purlins with sisolation on trusses by Eng. to match existing Timber Balustrade D1 Cladding SOUTH ELEVATION SCALE 1:100 Part of new retaining wall Timber Balustrade Timber Balustrade .150 .150 6.500 W1 W3 GARAGE FLOOR PLAN SCALE 1:100 Gully 6.200 W2 A A .150 6.000 .150 .150 2.300 8.750 2L/2W Garage Tiles 2 37.20 m / Store room Tiles 2 14.26 m D1 D2 D3 2L Ceiling Plug Ceiling Plug 11W Tube Light 11W Tube Light 11W Tube Light 11W Tube Light BIC for storage Work top Work top Work top DN DN Compacted filling .250 x .700 Existing foundations Aluminum Down Pipe 30mm Topping GL FFL .700 Evelyn FRL WP Garage DPC .100 .030 4.530 2.900 1.630 4.390 Fire Door 1 Hour 0 22.5 1.000 Addition to existing foundations by Eng. spec Aluminum Gutter Colorbond corrugated roof sheets on 50 x 75 purlins with sisolation on trusses by Eng. to match existing SECTION AA SCALE 1:100 WATER METER 42 49 48 47 46 45 44 43 ERF 49 41 FLOOR LEVEL = 45,50 EXIST 1 10 SEWER T O SEPTIC T ANK - MIN F ALLS 1 : 40 IE EXIST 2.00.00 ERF 51 49 52 50 48 46 47 44,78 45 2 METRE BUILDING LINE 2.00.00 43,96 272.00.00 31,49 4 720 BUILDING LINE 2 METRE BUILDING LINE N EXISTING HOUSE SITE PLAN SCALE 1:200 Existing Driveway Proposed Garage Extended Retaining wall New Timber Balustrade 2.134 1.200 2.106 .836 ERF 50 Aluminum Garage Door 2.300 2.440 .900 2.100 White White White Solid timber window with Solid timber window with North W1 North 50 LOCATION PLAN ERF 50 BRENTON ON SEA Work shop

Prinsloo Steenkamp Brenton - knysna.gov.za · NBR & Local bylaws regardless of the specification on this plan. All existing walls and foundations to be inspected by an Eng. Any existing

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MOCK SASH

3 OFF

MOCK SASH

1 OFFLOW E GLASS

MOCK SASH

1200

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1800

900 2000900

1200

1200

MOCK SASH

2 OFF2 OFFLOW E GLASS LOW E GLASS LOW E GLASS

LOW E GLASS1 OFF

W51160

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DOUBLE GLAZED

DOUBLE GLAZED

FIXED PANE

2000

SLIDING DOOR DOUBLE SLIDING DOORS

2125

1 OFFLOW E GLASS

3200

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2125

DOUBLE SLIDING DOORSLOW E GLASS

1 OFF

AWNING AWNING

D46600

5400600 600

600

W8

680

AWNINGFROSTED GLASS

1 OFF

D6830

860

D5

2080

1785

SOLID HARDWOODWITHOUT CILL - OPEN OUT

1 OFFLOUVRE DOORS

OPEN OUT1 OFF

230

10101250

1020

43

10

80

00

75

40

50

30

112

0

80

00

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00 2

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0

THICKEN EXISTING

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DEMOLISH

LAMINATED FLOORING

PLAYROOM

EX

IST

11

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230

26

60

24

00

13

3015

60

110

0

76

0

EXISTING RETAINING WALL

110 SEWER ENCASED IN CONCRETE UNDER BUILDING

EXISTING DRIVEWAY

14100

21001050125010203040

D5

THICKEN EXISTING

DB

IE TILES

WALLS TO 230

GULLY

LAUNDRY

230

RE

LO

UV

RE

DO

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S

IE

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DRAIN STACKBO

TT

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IE

D6

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W9

230 230

3800

13001810

3120

110 110110

2550

2090

1210

21502250

410W X 600H X 110DRECESS IN BRICKWORK1020 AFFL

TILES

HTR

49

04

50

94

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STACK

DRAIN

VP

W9W9

FALLS = 1 : 40RE

24

00

FILL

COMPACT

110

230

110 110

1260 74512085

3620 4800

3770

2645 3090

5580

14100

4520 2090

2550

3320

1210

3270 7030

340340

230

230

230

230 230 230

230 230 230

110110

340 340 340 340 340

230

230

34

03

40

230

230

27

00

13

80

81

01

89

0

STAIRS270 TREADS170 RISERS

14

60

75

0215

220

220

410

C

H

1460

750215

700

DO

OR

60

04

50

64

0

RECESS IN BRICKWORK1020 AFFL

410W X 600H X 110D

DOWN

GLA

SS

PA

NE

L

80

00

75

40

58

30

110

00

18

00

EXPOSED

TRUSSES -

VAULT

ED C

EILIN

G

W5

D2

TIMBER DECK

D4

BEDROOM 2

TILES

W3

GLASS PANEL 750OPEN

HT

R

NO

VE

NT

GA

S H

EA

TE

R

RA

FT

ER

RA

FT

ER

BO

LTE

D T

RU

SS

BO

LTE

D T

RU

SS

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FT

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LIVING

DINING

30

00

36

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46

00

MASTER SUITE

D3

C C

RA

FT

ER

RA

FT

ER

FRIDGES

DR

INK

S

PANTRY

KITCHEN

PREP

SINK

TILES

23

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HTR

H

C

OPEN

W3

14

80

10790

4390

W1

C

H

W1

ENTRANCEW6 D1

W4

COVERED

3270

11301800

3120

3800

3340

13001020 1020

BUTLERS BUTLERSSINK SINK

W4 W2

3600

EXISTING DRIVEWAY

2350

B

A

12600

70004000

A

1030

5260

36001200

4800

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80

00

36

50

42

20

19

00

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65

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230 110110110

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LAMINATED FLOORING

LAMINATED FLOORING

LAMINATED FLOORING

LAMINATED FLOORING

LAMINATED FLOORING

LAMINATED FLOORING

BALUSTRADE ACROSS D3 TOMATCH DECK BALUSTRADE

LAMINATEDFLOORING

FAN

FAN

230

230 230

110230

230

230

230

230

110

110

110

110

15

60

110

110

230

30

00

65

0230

76

03

40

99

06

00

60

0

300

300

680450

98

59

85

90

0

45

04

50

116

06

00

55

0

900 900

16

10

300 900 600

56

55

65

565 565

112

02

10

0

10

50

10

50

10

00

42

20

1000 1000 10001000

2000

44

01

01

01

00

0

14

50

90

01

75

07

4094

05

65

12

00

56

51

03

01

30

51

30

59

60

26

10

1030 1370 1370 1030

2740

1565725

57

01

03

0

1800 1800

300

600 2400 600

67

5

19

50

1645

1150 1100

112

511

50

115

011

50

12

55

90

01

55

51

55

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311

0

90

06

00

80

04

00

60

0

12

00

8001440800

38

0

510

84520002000845

56

05

60

525 1085 1170 480

35

01

20

08

50

45

01

35

06

00

595 1608 1078 1230

900 1590 1590 1500

90

09

40

94

09

00

18

80

3180

750 910 910 750

1820

56

01

37

01

25

01

25

06

00

25

00

N O R T H E L E V A T I O N S H O W I N G G R O U N D F L O O R

S O U T H E L E V A T I O N

8,5 METRE HEIGHT RESTRICTION AT RIDGE LINE

N O R T H E L E V A T I O N

W E S T E L E V A T I O NE A S T E L E V A T I O N

8,5 METRE HEIGHT RESTRICTION AT RIDGE LINE

450 1050

RECESS IN BRICKWORK450W X 600H X 110D

1020 AFFL

300

67

54

50

67

5

RECESS IN BRICKWORK1020 AFFL

450W X 600H X 110D

W61020

1500

W7600

1800

1 OFF

FIXED PANE

LOW E GLASS1 OFF

FIXED PANESINGLE GLAZELOW E GLASS

SINGLE GLAZE

D2

2125

2 OFFLOW E GLASS

SOLID HARDWOOD

1 OFF

D7900

2080

WITHOUT CILL - OPEN OUT

CC

B

B

A

A

710 870 870 7101050 1050 870 870

S E C T I O N C - C

DESIGNBEAMS TO ENGINEERS

6mm SS CABLE AT MAX 100mm C/CSTRUNG BETWEEN NEWEL POSTS

32 X 102 SAP DECKING ON50 X 228 JOISTS AT 450 C/C ONBEARER TO ENGINEERS DESIGN

50 X 150 MOULDED HANDRAIL70 X 70 NEWEL POSTS WITH

BALUSTRADE

TIMBER DECKS

1800

21252720

32

5

595

6mm NU-TEK TIMBERGRAIN EAVES LINING

925

21252720

595

1200

ALUMINIUM SEAMLESS OGEE GUTTERS

2720

2125

45,500

3145

2125

1020

48,560

595

2013

1446

25

5568

10 X 300 FIBRE-CEMENT FASCIAEAVES

S E C T I O N B - B

-12,0 22,2COVERED DECKS 34,2

TOTAL COVERED AREA

COVERAGE

SITE AREA

FOOTPRINT

-0,5

1397

-10,6

-0,6

314,8

14

197,4

314,3

186,8

13,4

GROUND FLOOR

FIRST FLOOR 1,4

10,1

NEW

AREAS

EXIST

163,2

117,4

NEW

164,6

127,5

TOTAL

AFRICAN BLUE COLORBOND CORRUGATED SHEETING ON50 X 76 PURLINS AT MAX 900 C/C ON SISALATION ON

EXISTING RETAINING WALL

2125

3400

1870

3145

45,500

S E C T I O N A - A

100mm ISOTHERM BLANKET INSULATION LAID OVER CEILINGSIDES OF RAFTERS IN LINE WITH TOP OF RAFTERS25 X 150 T & G CEILING TO 38 X 38 BATTENS FIXED TO50 X 150 RAFTERS/BOLTED TRUSSES WITH RIDGE BEAM

50 X 76 PURLINS AT MAX 900 C/C ON SISALATION ONAFRICAN BLUE COLORBOND CORRUGATED SHEETING ONROOF OVER LIVING AREA AND ENTRANCE

GMS HOOP IRON STRAP BUILT INTO BRICKWORK38 X 114 WALL PLATE AND SECURED WITHGANGNAIL TRUSSES, BY KNYSNA ROOFING, ON50 X 76 PURLINS AT MAX 900 C/C ON SISALATION ONAFRICAN BLUE COLORBOND CORRUGATED SHEETING ON

50 X 76 COUNTER BATTENS ON

MIN SIX BRICK COURSES

ROOF - PITCH = 22,5 DEGREES

1000

2720

48,300EXISTING DRIVEWAY

26

35

2380

1530

850

EXISTING WALLS PLASTERED AND PAINTEDCANTILEVERED AND EXCEEDING 3 METRES IN SPAN.R.C. BEAMS TO ENGINEERS DESIGN OVER ALL OPENINGSR.C LINTOLS OVER ALL OPENINGS

BUILDING PLANKS ON 38 X 38 BRANDERING TO9 X 150 MEDIUM DENSITY TIMBER GRAIN FIBRE CEMENTEXTERNAL CLADDINGEVERY COURSE ABOVE LINTOLSBRICKFORCE TO MIN EVERY FOURTH COURSE AND230 BRICKWORK PLASTERED AND PAINTED INTERNALLY

BRICKWORK

WALLS

34

0

595

2720

WROUGHT IRON BALUSTRADE

R.C. STAIRS TO ENGINEERS

170 RISERS270 TREADSDESIGN

STAIRS

48,900

1020

9 X

17

0

1530

RIS

ER

SR

ISE

RS

11 X

17

0

2250

2125

25

5

RAFTERS SECURED TO WALL WITH SS JOIST HANGERSSTAINLESS STEEL HURRICANE BRACKETS

LEAN-TO ROOF - PITCH = 9 DEGREES

25 X 150 T & G CEILING ON50 X 150 RAFTERS AT MAX 900 C/C ONBEARERS TO ENGINEERS DESIGN, AND SECURED WITH

8,5 METRE HEIGHT RESTRICTION

40mm SCREED ON R.C. SLAB TOFINISH AS SHOWN ON PLANS ON

ENGINEER DESIGN

FLOORS

2013

S C A L E = 1 : 1 0 0

S I T

E P

L A

N

S C

A L

E =

1 : 2

0 0

ER

F 7

0

WA

TE

R M

ET

ER

ER

F 7

50

51

G E

E L

H O

U T

S T

R E

E T

53

42

49

48

47

464

5

44

43

ER

F 4

9

41

4039

38

37

36

110 S

EW

ER

EN

CA

SE

D IN

CO

NC

RE

TE

UN

DE

R B

UIL

DIN

G

EX

IST

ING

DR

IVE

WA

Y

FLO

OR

LE

VE

L =

45,5

0

EXIST 110 SEWER TO SEPTIC TANK - MIN FALLS 1 : 40

IE

TA

NK

SE

PT

ICE

XIS

T

ER

F 5

0

3,1

5 M

ET

RE

BU

ILD

ING

LIN

E

93.3

0.0

0

3731,5

0

53

2.00.00

ER

F 5

1

49 51

52

5975

50

48

46

47

44,78

41

45

44

42

43

39

40

ER

F 6

9

38

2 METRE BUILDING LINE

2.00.00

43,96

272.0

0.0

0

31,4

9

4 7

20 B

UIL

DIN

G L

INE

2 METRE BUILDING LINE

N

EX

IST

ING

HO

US

E

WINDOW & DOOR SCHEDULE

Glazing area 0.90 m2

Vent area 0.36 m2

Total Glaze 1.80 m2

2 W3 East

Glazing area 0.72 m2

Vent area 0.72 m2

Total Glaze 0.72 m2

1 W2

sealing rubberaround the frame

Single-Clear

sealing rubberaround the frame

Single-Clear

Glazing area 0.00 m2

Vent area 0.00 m2

Total Glaze 0.00 m2

1 D1 South

Glazing area 0.00 m2

Vent area 0.00 m2

Total Glaze 0.00 m2

2 D2,3 West

Solid timber door withsealing rubber

around the frame

White

E/F

ELECTRICAL LEGEND

TV/P

DP/UC

SP/AC

MB

SP

DB

G

Double plug Under Counter

Single plug Above counter

TV Point

Switch

220 V EXTRACTOR FAN

DISTRIBUTION BOARD

METER BOX

1 x 150L SOLAR GEYSER

DP

WATER LEGEND15c COLD WATER PIPE

STOP COCK

5.5KW HEAT PUMP

SC

15h HOT WATER PIPE

Double plug

Single plug

Ext wall Light

Down Light

NotesSeamless Aluminum gutters with aluminum down pipes by competent / registered installer and must comply with SANS 10400An Eng. to be appointed for roof and foundations.All measurements to be checked on site before work can commence and the draughtsperson notified. The draughtsperson do not take responsibility for wrong measurements given nor taken on site nor for any incorrect positioning of any structure not plotted by a registered land surveyor. The draughtsperson do not take any responsibility for building work that was not followed nor set out by all SANS, HBR & local bylaws. All building work must comply with SANS A-W, NBR & Local bylaws regardless of the specification on this plan.

All existing walls and foundations to be inspected by an Eng.Any existing sewer drain pipe to be concealed with in concrete under any part of any building that goes over the pipe.

Energy DemandNett floor area = 56.86 m2Total glazing area = 2.52 m215% of the Nett = 8.52 m2Acceptable

Energy demand zone 4 = 11W per m211w/m2 x Nett floor area = 625.46 wNumber of lamps = 4 L @ 11w = 44w44w / Nett floor 56.86 m2 = 0.77 w/m20.77 w/m2 is less then 5w/m2

Energy Consumption5kwh/m2 x 1 year x 96.39m2 = 481.95kwh/yAssuming the lights are on for 5pm to 10pm each day for a year.5 hrs/d x 7d/w x 52weeks/y = 1.820hrs/y.110kw lamp x 1.820/y = 200.2kw = less then 575.7kwh/yAcceptable

PROJECT:

DATE :

MAR 2018 1/1

CELL: +27 815787044

EMAIL: [email protected]

KNYSNA

6570

SACAP REG No PAD18115 QUEEN STREET

Louwdes gnsProfessional Architectural Draughtsperson

PROPOSED ADDITION TO ERF 50

CLIENT:

PRINSLOO & STEENKAMP

TITLE:

FLOOR PLAN, ELEVATIONS, SECTION & SITE PLAN

DAUGHTER :

WYNAND LOUW

SHEET :

DRWG NUMBER :

PRINSLOO/STEENKAMP 001

COPY ONLY NOT FOR SUBMISSION

Areas

ERF 1397.00 m2

Existing Main Dwelling 314.30 m2

Proposed Garage 56.86 m2

FOOTPRINT ALLOWED 35% 488.95 m2FOOTPRINT 243.66 m2FOOTPRINT % 17.44 %

Total Area 371.16 m2

Wc 1

2L

Living room

Kitchen / Dining

D1

D2

W1

W2

Wc 2

Bedroom 3

2L

BIC

BIC

B

IC

BIC

BIC

Sta

ffQ

uarte

rs

1L

1L

1L

2L

2L

2L

1L

D3

W4

W6

W7

W8

W9

W10

W11

W12

W13

W14

Remove wall

Bedroom 4

Bedroom 1 Bedroom 2 Bedroom 5

Wc 3

Connect to existing Sewerage line

RE

Gully

RE

Connect to existing Sewerage line

02

PT 912 PTT 1212

PT 1212

PTT 1512

PT 159PT 69 PT 99 PT 129

90

012

00

12

00

600

1500

900

PT 66 PT 96 PT 126

60

0

40

0

PT 64 PTT154

PT612

PTF612

PTT126 PTT156

90

0

PTF69

Obscure glass available in all windows.

Toughened safety glass is fitted to selected windows

where required.

1200

GROUND FLOOR ELECTRICAL PLANSCALE 1:200

FIRST FLOOR ELECTRICAL PLANSCALE 1:200

WATER LEGEND15c COLD WATER PIPE

STOP COCK

5.5KW HEAT PUMP

SC

15h HOT WATER PIPE

G

Bedroom 1

Bedroom 2 Wc1/Dress

Wc2

Livingroom

Kitchen

Verandah

Verandah

Verandah

Garage

Workshop

Scullery / Laundry

Front gate

Dinning

Braai Prep area

WM

FR

FR

ST

Wc 3

Bedroom 3

Entertainment Area

Bedroom 4

E/F

ELECTRICAL LEGEND

TV/P

MB

SP

DB

G

TV Point

Switch

220 V EXTRACTOR FAN

DISTRIBUTION BOARD

METER BOX

1 x 200L SOLAR GEYSER

DP

Double plug

Single plug

Ext wall Light

Down Light

MB

DB

G

DN

DN

DN

DN

DN

DN

E/F

E/F

TV/P

TV/P

TV/P

TV/P

200L Solar Geyser

2 Way switch to top

2W

2W

2W

2W2W2W

2WE/F2W

E/F

ELECTRICAL LEGEND

TV/P

MB

SP

DB

G

TV Point

Switch

220 V EXTRACTOR FAN

DISTRIBUTION BOARD

METER BOX

1 x 200L SOLAR GEYSER

DP

Double plug

Single plug

Ext wall Light

Down Light

BedRoom 1 Bedroom 2

Wc1/Dress

Wc2

Livingroom

Kitchen

Verandah

Verandah

Verandah

Garage

Workshop

Scullery / Laundry

Front gate

Dinning

Braai Prep area

WM

FR

FR

ST

Wc 3

Bedroom 3

Entertainment Area

Bedroom 4

GROUND FLOOR PLUMING LAYOUT SCALE 1:200

FIRST FLOOR PLUMBING LAYOUT SCALE 1:200

Main waterconnection

to be confirmed by Municipality

Gully

Connection to Sewerage line

110mm Sewerage lineto 1500L Septic tank

Gully G200L Solar Geyser

15C

15H

15C

15H

15C

15H

15C

Tap

Tap

RE RE

RE

RE

110mm Sewerage line

to 1500L Septic tank RE

Connect to 1500L Septic tank

110mm Sewerage lineto 1500L Septic tank

110mm Sewerage pipe from upstairs bathroom

RE

MH

110mm Sewerage pipe from upstairs bathroom

15mm Cold water to upstairs bathroom

15mm Hot water to upstairs bathroom

15C

15H

110mm Sewerage lineto 1500L Septic tank

WATER LEGEND15c COLD WATER PIPE

STOP COCK

5.5KW HEAT PUMP

SC

15h HOT WATER PIPE

G

WATER LEGEND15c COLD WATER PIPE

STOP COCK

5.5KW HEAT PUMP

SC

15h HOT WATER PIPE

G

Notes

All concrete foundations, floors, walls, stairs, Roof to Engineers specifications

Standard SABS approved clay bricks to be used for foundations

Seamless Aluminum gutters with aluminum down pipes by competent / registered installer and must comply with SANS 10400 and NHBR and local authority

Site toilet to be provide by client or builderAll plumbing to be concealed with in the wall and comply with SANS 10400, SANS 10082 Timber frame buildings and NHBR

All measurements to be checked on site before work can commence and the draughtsperson notified. The draughtsperson do not take responsibility for wrong measurements given nor taken on site nor for any incorrect positioning of any structure not plotted by a registered land surveyor. The draughtsperson do not take any responsibility for building work that was not followed nor set out by all SANS 10400 &, HBR & local bylaws. All building work must comply with SANS A-W, SANS 10082, NBR & Local bylaws regardless of the specification on this plan.

PROJECT:

DATE :

JAN 2018 1/2

CELL: +27 815787044

EMAIL: [email protected]

KNYSNA

6570

SACAP REG No PAD18115 QUEEN STREET

Louwdes gnsProfessional Architectural Draughtsperson

PROPOSED NEW HOUSE ON ERF 608

GOURITZMOND

CLIENT:

MR. JOHAN

TITLE:

PROPOSED GROUND FLOOR PLAN

DAUGHTER :

WYNAND LOUW

SHEET :

DRWG NUMBER :

JOHAN / GOURITZ MOND 001

Areas

ERF 600.00 m2

GROUND FLOOR 203.92 m2FIRST FLOOR 55.77 m2

VERANDAH FIRST 12.70 m2TOTAL VERANDAH AREA 59.94 m2

FOOTPRINT ALLOWED 50% 300.00 m2FOOTPRINT USED 251.16 m2FOOTPRINT % 41.86 m2

VERANDAH’S GROUND 47.24 m2

TOTAL HOUSE AREA 259.69 m2

TOTAL OF AREAS 319.63 m2

Energy DemandNett floor area = 198.57 m2Total glazing area = 36.04 m215% of the Nett = 29.78 m2Not Acceptable Further Fen Required

Energy ConsumptionEnergy demand zone 4 = 5W per m25w/m2 x Nett floor area = 992.85 wNumber of lamps = 36 L @ 11w = 396 w396w / Nett floor 198.57 m2 = 1.99 w/m21.99 w/m2 is less then 5w/m2

5kwh/m2 x 1 year x 96.39m2 = 481.95kwh/yAssuming the lights are on for 5pm to 10pm each day for a year.5 hrs/d x 7d/w x 52weeks/y = 1.820hrs/y.110kw lamp x 1.820/y = 200.2kw = less then 575.7kwh/yAcceptable

GROUND FLOOR PLANSCALE 1:100

.140

4.6

40

6.1

40

6.7

80

18.1

20

Bedroom 2 14.52 m 2

Verandah 4.35 m

2

Workshop 10.97 m

2

Scullery / Laundry 10.05 m

2

Dinning 2

.140

.140

.140

1.3

20

6.2

80

2.6

80

1.4

20

.140

.140

.140

.140

.140

2.1

40

.900

2.5

40

.1403.130

1.500

4.250

.140

.140

Grano screed

Tiles

Tiles

Tiles

BIC

BIC

BIC

BIC

BIC

WM

FR

W0

W7

W8

W9

W10

D2

1 Hour Fire Door

D3

D4

Bedroom 1 21.00 m

2

Wc1/Dress 7.3 m

2

Wc2 3.4 m 2

Livingroom 31.53 m 2

Kitchen 13.42 m

2

Garage 50.15 m

2

18.36 m

7.170

.110.110.1104.530 1.800 1.770

9.550

15.530

11.840

.140

.140

Grano screed

Tiles

Tiles

Tiles

Tiles

Tiles

Tiles

BIC

BIC

BIC BIC BIC

FR

ST

W5 W6

Verandah 25.70 m

2

Verandah 10.17 m

2

Front gate

1.500

.140

4.200

3.690

.140

2.1

30

3.6

90

.280

.280

1.0

00

.600

.280

.114

2.8

70

7.0

20

Braai Prep area

Tiles

Tiles

W2

W3

D1

W4

W1

FIRST FLOOR PLANSCALE 1:200

ERF 607

Driveway

Parking

4m Building line

21.530

2m

Build

ing lin

e

26.8

70 2

m B

uild

ing li

ne

28.9

00

2m Building line

21.630

SEPTIC FRENCH

1.8m Wall

.230

6.0

00

4.5

00

4.8

60

6.690

KORAAL STRAAT

ERF 610

ERF 609

RE

RE

RE

RE

RE

PROPOSED DWELLING

WINDOW & DOOR SCHEDULE

Glazing area 1.08 m2

Vent area 1.08 m2

Total Glaze 1.08 m2

1 W0 GF West

Glazing area 1.92 m2

Vent area 0.96 m2

Total Glaze 1.92 m2

1 W11 FF West

Aluminum frame withsealing rubber

around the frame

Charcoal

Single-Clear

Aluminum frame withsealing rubber

around the frame

Charcoal

Single-Tinted

1.8

00

.600

F

Glazing area 1.04 m2

Vent area 0.52 m2

Total Glaze 1.04 m2

1

Glazing area 0.90 m2

Vent area 0.00 m2

Total Glaze 0.90 m2

1

Aluminum frame withsealing rubber

around the frame

Glazing area 1.08 m2

Vent area 0.72 m2

Total Glaze 2.16 m2

Charcoal

Single-Clear

Aluminum frame withsealing rubber

around the frame

Charcoal

Single-Clear

Aluminum frame withsealing rubber

around the frame

Charcoal

1.600

.65

0

1.600

1.2

00

1.200

.90

0

W12 FF West

2.000

.45

0

F

F

F

W1 GF North

2 W2 & W3 GF North

Single-Clear

Glazing area 2.64 m2

Vent area 0.99 m2

Total Glaze 2.64 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1 W4 GF North

Single-Clear

Glazing area 1.52 m2

Vent area 0.38 m2

Total Glaze 1.52 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1 W13 FF North

Single-Clear

Glazing area 0.57 m2

Vent area 0.42 m2

Total Glaze 0.57 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1

Single-Clear

2.200

1.2

00

.600

.95

0

1.600

W14 FF North

.95

0

Glazing area 1.08 m2

Vent area 0.54 m2

Total Glaze 1.08 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1

Single-Clear

.900

W5 GF East

1.2

00

Glazing area 0.72 m2

Vent area 0..36 m2

Total Glaze 0.72 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1

Single-Clear

Glazing area 0.39 m2

Vent area 0.39 m2

Total Glaze 0.39 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1

Single-Clear

.44

0

Glazing area 1.33 m2

Vent area 1.06 m2

Total Glaze 1.33 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1

Single-Clear

.83

0

.600

1.2

00W6 GF East

W15 FF East.900

W16 FF East

1.600

Glazing area 2.64 m2

Vent area 1.02 m2

Total Glaze 5.28 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 2

Single-Clear

2.200

W7 & W8 GF South

1.2

00

Glazing area 1.08 m2

Vent area 0.54 m2

Total Glaze 1.08 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1

Single-Clear

1.200

.90

0

Glazing area 0.72 m2

Vent area 0..36 m2

Total Glaze 0.72 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1

Single-Clear

Glazing area 1.52 m2

Vent area 0.76 m2

Total Glaze 1.52 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1

Single-Clear

.95

0

.600

1.2

00

1.600

W9 GF South

W10 GF South

W17 FF South

Glazing area 1.89 m2

Vent area 0.00 m2

Total Glaze 5.67 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 3

Single-Clear

2.1

00

.900

D1 GF North

Glazing area 8.40 m2

Vent area 0.00 m2

Total Glaze 8.40 m2

Aluminum frame withsealing rubber

around the frame

Charcoal 1

Single-Clear

4.000

D3 GF South

D4 GF South

D2 GF West

1.3

50

.130

2.5

00

.250

2.5

00

NGL

FFGL

FRL

FFFL

CL

WP

EAST ELEVATIONSCALE 1:100

20 o

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on trusses by Eng.

Aluminum Gutter

.280 Evelyn Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on 50 x 152 Rafter @ 600c/cby Eng. specAluminum Down Pipe

Painted Handy Plank

Smooth Plaster & Paint

NORTH ELEVATIONSCALE 1:100

Painted Handy Plank

NGL

FFGL

FRL

1.3

50

.130

2.5

00

FFFL

CL

WP

.250

2.5

00

.280 Evelyn

Aluminum Gutter 20 o

.280 Evelyn

Aluminum Gutter 20 o

Painted Handy Plank

Sm

ooth

Pla

ster

SOUTH ELEVATIONSCALE 1:100

NGL

FFGL

FRL

1.3

50

.130

2.5

00

FFFL

CL

WP

.250

2.5

00

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on trusses by Eng.

Aluminum Gutter 20

o

.280 Evelyn

Aluminum Down Pipe

Painted Handy Plank

NGL

FFGL

FRL

1.2

60

.130

2.5

00

FFFL

CL

WP

.250

2.2

00

Painted Handy Plank

Painted Handy Plank

.280 Evelyn

Aluminum Gutter

WEST ELEVATIONSCALE 1:100

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on 50 x 152 Rafter @ 600c/c

20 o by Eng. spec

Smooth Plaster

LOCATION PLANTHE FISHERIES

A A

I beam by Eng.

FIRST FLOOR PLANSCALE 1:100

.140 3.500 4.410

.140

3.5

00

5.6

40

Wc 3 3.7 m 2

Bedroom 3 12.95 m

2

Entertainment Area

34.52 m 2

.140 .140

12.870

.900

.140

.140

1.7

10

Tiles

Bedroom 4 12.95 m

2

Tiles

Tiles

Tiles

.1403.500

W11 W12

W13

W14

W15 W16

W17

A A

NGL

FFGL

FRL

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on trusses by Eng.

FFFL

CL

WP.280 Evelyn

Aluminum Gutter

SECTION AASCALE 1:100

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on 50 x 152 Rafter @ 600c/c

5o

by Eng. spec

Compacted filing .300 x .800 DPC .300 x .800100mm Concrete .300 x .800

30mm Topping

Garage Workshop

90mm Step

1 Hour Fire resistant door

9mm Fire resistant ceiling

22mm Playboard 50 x 228 Joist Tile floor finish

6mm Skimmed Rino Ceiling 38 x 38 Batton Trusses by Eng.

Insolation

Bedroom 3 Bedroom 4 Entertainment Area

Veranda

1.3

50

.130

6.7

30

2.5

00

.250

2.5

00

6.7

30

6.7

30

6.7

30

6.7

30

SANS REFERENCE FIGURES

60

0

WEST ELEVATIONSCALE 1:100

Aluminum Down Pipe

GL

FFL

.700 Evelyn

FRL

WP

.100

.030

4.5

30

2.9

00

1.6

30

4.390

022.5 Aluminum Gutter

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on trusses by Eng.to match existing

Timber Balustrade Cladding

Aluminum Garage Door Aluminum Garage Door

Drain

Aluminum Down Pipe

GL

FFL

.700 Evelyn

FRL

WP

.100

.030

4.5

30

2.9

00

1.6

30

4.390

022.5 Aluminum Gutter

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on trusses by Eng.to match existing

Timber Balustrade W3

Cladding

EAST ELEVATIONSCALE 1:100

Aluminum Down Pipe

GL

FFL

.700 Evelyn

FRL

WP

.100

.030

4.5

30

2.9

00

1.6

30

022.5 Aluminum Gutter

Timber Balustrade W1 W2

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on trusses by Eng.to match existing

Cladding

NORTH ELEVATIONSCALE 1:100

Aluminum Down Pipe

GL

FFL

.700 Evelyn

FRL

WP

.100

.030

4.5

30

2.9

00

1.6

30

022.5 Aluminum Gutter

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on trusses by Eng.to match existing

Timber Balustrade

D1

Cladding

SOUTH ELEVATIONSCALE 1:100

Part of new retaining wall Timber Balustrade

Timber Balustrade

.150

.150

6.5

00

W1

W3

GARAGE FLOOR PLANSCALE 1:100

Gully

6.2

00

W2

A

A

.150

6.000

.150 .150

2.300

8.750

2L/2W

Garage

Tiles

237.20 m

/ Store room

Tiles

214.26 m

D1

D2

D3

2L

Ceiling Plug

Ceiling Plug

11W Tube Light

11W Tube Light

11W

Tube L

ight

11W

Tube L

ight

BIC

for

stora

ge

Work

top

Work

top

Work

top

DN

DN

Compacted filling .250 x .700

Existing foundations

Aluminum Down Pipe

30mm Topping

GL

FFL

.700 Evelyn

FRL

WP

Garage

DPC

.10

0

.030

4.5

30

2.9

00

1.6

30

4.390

Fire Door1 Hour

022.5

1.0

00

Addition to existing foundations by Eng. spec

Aluminum Gutter

Colorbond corrugated roof sheetson 50 x 75 purlins with sisolation

on trusses by Eng.to match existing

SECTION AASCALE 1:100

S I T E P L A NS C A L E = 1 : 2 0 0

ERF 70

WATER METER

ERF 7

50

51 G E E L H O U T S T R E E T 53

42

49

48

47

46

45

44

43

ERF 49

41

40

39

38

37

36

110 SEWER ENCASED IN CONCRETE UNDER BUILDING

EXISTING RETAINING WALL

EXISTING DRIVEWAY

FLOOR LEVEL = 45,50

EX

IST

110 S

EW

ER

TO

SE

PT

IC T

AN

K -

MIN

FA

LLS

1 : 4

0

IE

TANK

SEPTIC

EXIST

ERF 50

3,15 METRE BUILDING LINE

93.30.00

37

31,50

53

2.0

0.0

0

ERF 51

49

51

52

5975

50

48

46

47

44,7

8

41

45

44

42

43

39

40

ERF 69

38

2 M

ET

RE

BU

ILD

ING

LIN

E

2.0

0.0

0

43,9

6

272.00.00

31,49

4 720 BUILDING LINE

2 M

ET

RE

BU

ILD

ING

LIN

E

N

EXISTING HOUSE

1.11 cm

0.60 cm

0.5

3 cm

1.1

5 cm

2.5

0 c

m

0.5

9 c

m1.03 cm

1.0

6 c

m

0.41 cm

WATER METER

42

49

48

47

46

45

44

43

ERF 49

41

FLOOR LEVEL = 45,50

EX

IST

110 S

EW

ER

TO

SE

PT

IC T

AN

K -

MIN

FA

LLS

1 : 4

0

IE

EXIST

2.0

0.0

0

ERF 51

49

52

50

48

46

47

44,7

8

45

2 M

ET

RE

BU

ILD

ING

LIN

E

2.0

0.0

0

43,9

6

272.00.00

31,49

4 720 BUILDING LINE

2 M

ET

RE

BU

ILD

ING

LIN

E

N

EXISTING HOUSE

SITE PLANSCALE 1:200

Existing Driveway

Proposed Garage

Ext

ended R

eta

inin

g w

all

New

Tim

ber

Balu

stra

de

2.134

1.200

2.1

06

.836

ERF 50

Aluminum Garage Door

2.3

00

2.440

.900

2.1

00

White

White

White

Solid timber window with

Solid timber window with

North

W1 North

50

LOCATION PLANERF 50 BRENTON ON SEA

Work shop